HomeMy WebLinkAboutS-421503DDCuSign Envelope TD: BEECF586-602A-4E4A-B436-A317AA638878
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FRAME AND VANED GRATE
4", V. 12", OR 24'
ONE 93 BAR HOOP FOR S" HEIGHT
INCREMENT(SPACEO EQUALLY).
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
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M3 RAR EACH CORNER I� I
83 BAR EACH SIDE 7r
9
i138AR EACH WAY
PRECAST BASE. SECTION
1$3 BAR HOOP
113 BAR EACH
CORNER 18" PAIN.
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
• PUBLIC WORKS
DEPARTM ENT
PIPE ALLOWANCES
mul Mum
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR PLAIN
1
CONCRETE
ALL METAL PIPE
15"
CPsSP•.
1r
STD. SPEC. 9A520
SOLID WALL PVC,
STD. SPEC. &45.12(1 )
16'
PROrrLE WALL PVC,
STD. SPEC. B-d5-12I2}
15"
' CORRUGATED POLYETHYLENE STORM
SEWER PIPE
NOTES:
1 AS ACCEPTABLE OLLTER14ATIVES TO THE REBAR S"MNN
IN THE PRECAST BASE SECTION, FIBERS (PLACED IN
ACCORDANCE WITH STANDARD SPECIFICA7IDN
935. Wgl ), OR WIFE MESH HAVING A MINIMUM AREA OF
0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH
THE MINIMUM REQUIRED RE6AR SHOWN IN THE
ALTERNATIVE PRECAST BASE SECTION, WIRE MESH
SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN
ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN
THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH
HAVING A MINIMUM AREA OF 41.12 SQUARE INCHES PER
FOOT MAY BE 0 9F 15
2. THE KNOCKOUT DIAMETER SNAIL NOT HE GREATER
THAN 2p". KNOCKOUTS SHALL HAVE A WALA. THICKNESS
OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.F
MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE
OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED,
FILL THE GAP WITH JOINT MORTAR 1N ACCORDANCE WITH
STANDARD SPECIFICATION 9 (W.3.
3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO
THE LOWEST PIPE INVERT SHALL HE 5 FEET.
4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE
FLANGE DOWN.
5. THE PRECAST SASE SECTIOTV MAY HAVE A ROUNDED
FLOOR. AND THE WALLS MAY BE SLOPED AT A RATE OF
111:24Y Oft STEEPER.
II, THE OPENING SHALL BE MEASURED AT THE TOP OF THE
PRECAST BASE SEC NON-
7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE
INLET HAS BE EN PLACED. USE GROUT TYPE 2 FOR
NON$HR INK APPLICATIONS SN ACCORDANCE WITH
STANDARD SPECIFICA-nON 9120 312).
8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN
MORTAR IN ACCORDANCE W ITN STANDARD
SPECIFICATION 9-04-3. THEN APPLY MORTAR TO INSIgE
AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AN11
FRAMES.
9. MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURER'S DIRECTIONS.
10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
TAPPING UNTIL FRAMEISFLDSH WITHPAVEMENTAS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT
LENGTH.
11. ALL MORTAR JOINTS SHALL HE TRIMMED FLUSH AND
REMAIN VISIBLE UPON COMPLETION.
11NLE55 CIIWe IONISE NOTEo. HAWING iS NOT TQ SCALE INTSH
STO. PLAN-200�00
Appit9tEll
CATCH BASIN TYPE 1 GAZ 9/28/2018
r.u:.wa•��a"RATE
MIN
VARIES
MIN � MIN
MSN
�
16L No
1
EN THE EVENT TRANSVERSE PATCHES EXIST
I
VATHIN THE AFFECTED STREET, THE LENGTH
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OF THE PATCH SHALL BE EXTENDED TD
II
INCLUDE ANY EXISTING PATCH "THIN 10
FEET OF THE EDGE OF THE PATCH REQUIRED
FOR THE NEW CROSSING AND ANY
SUBSEOUENT PATCH EOGE WITHIN 10 FEET
I
OF THE EDGE OF THE SECOND PATCH AND
i
44I
SD ON UP TO A TOTAL OF 360 FEET
I
FACE OF GUTTER OR
1=DCE OF PAVEMENT
TRAFFIC FLOW
2" HMA
I
I
CENTER LJNE OR
LANE LINE
2" TO B" HMA
{
I
8.5' MIN.
2" DEPTH OF
PLANING OR SAWCUT AND REMOVE
VARIES: 5.5 MIN.
DEPTFI OF EXISTING PAVEMENT
VARIES -'"�
PIN I
MIN
MIN Miry
2' SAWCUT AND REMOVE
W PLANE. SEAL WITH
AFT-4DDDw
F
2" - 6" MIN. HMA (SEE NOTE 2)
\6"
LEACH SIDE)
I
CRUSHED SURFACING TOP COURSC (CSTC)
2- HMA
STANDARD
,SPECIFICATIONS, COMPACTED TO M904FIED
PROCTOR,
SAWCUT AFTER BACKFILL
(EACH SIDE)
CSiC, BANK RUN GRAVEL FOR TRENCH BACKFILL
BORROWlPER
GFCATIONS3GR [
WSOCTANDAROSPECIFICATIONS NA VE
MATERIAL IF APPROVED IN WRITING BY ENGINEER
BASED ON CEOTECH REPORT, COMPACTED TO 95X
MODIFIED PROCTOR,
WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED
IMPROVEMENT {SEE E FOR STANDARD SPEC SHORING.
2-09.4}
PLUS D, ALLOWANCE FOR ANY SHORING, SHORING. IF PIPE ZONE BEDDING. MATERIAL- SEE STANDARD
N£EDEO, SHALL MEET THE REQUIREMENTS OF WSDOT PLAN 1f0.1.
5TARDARD SPECIFICATION 7-M.3(1)8
TRENCH WMDTH
FOR NOTES, SEE STANDARD PLAN 110_1
TYPICAL TRANSVERSE PATCH FOR STD. PLm - 110
PUBLIC WORKS DEPARTMENT PAVEMENT OR RIGId 'PR 'ED
PAVEMENT WITH OVERLAY f�;.�,. ■
CASTLE DEVELOPMENT TOWNHOMES RECORD DRAWINGS
SW 114 OF SE 114 OF SECTION 18, T. 23 N., R. 05 E., W.M.
CITY OF RENTON, STATE OF WASHINGTON
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DIRECTION OF FLOW
_ iZ
ry 3"
(MIN.}
I
5" MIN.
fi"MIN.(TYP.) UNION (TYP.)
PLAN
X
< 3"MAX,
Q �
5"MIN.
I
TO CITY
METER STACKED METER SECTION" MIN. FREE
BODES DRAINING GRAVEL
NOTES:
1. ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA's) MUST BE LISTED ON LATEST LIST OF-BACKFLOW PREVENTION
ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON
DEPARTMENT OF HEALTH.
2, THE OWNER/APPLICANT MUST .OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION
OF THE INSTALLATION OF THE DCVA AND PIPING- THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE
DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN.
3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL
INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST
REPORT SHALL 8E SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT_ ATTN: WATER
UTILITY CROSS -CONNECTION CONTROL SPECIALIST, FAX NO. 425-430-7241.
4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE
WATER METER_
S4' TO 2" DOUBLE CHECK VALVE STD. PLAN - 340.8
* + PUBLIC WORKS ASSEMBLY FOR IRRIGATION OR
DEPARDAENT RESIDENTIAL FIRE SPRINKLER MARCH 2010
pH I LIp
S Gj`S,F OF WAS�tAld j
ncom
Er)ass �
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ENGINEERING & SURVEYINGmm
Western Washington Division 31B375 v
165 NE Juniper Street, Suite 201 - IssaQuah, WA 98027 - Phone: (425) 392-0250 1STER��S�''
Eastern Washington Division SIONAL
407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433
0912012023 1 N 0.
REVISION
6" PVC OVERFLOW
TO SDCO 20'
IE= 25.1
COMPACTED 6" PVC PERF PIPE
6" BACKFILL
f
WASHED DRAIN
ROCK 4 "-1 2"
NON -WOVEN GEO TEXTILE FOR SEPARATION
ON TOP AND SIDES OF TRENCH PER WSDOT
SPECIFICATIONS SECTION 9-33.2(1) TABLE 3
PER COR STD PLAN 225.20 SECTION B-B
COMPACTED
BACKFILL
6
1'
1'
WASHED DRAIN
ROCK 3"-1 2"
NON -WOVEN GEOTEXTILE FOR SEPARATION
ON TOP AND SIDES OF TRENCH PER WSDOT
SPECIFICATIONS SECTION 9-33.2(1) TABLE 3
PER COR STD PLAN 225.20
6" PVC OVERFLOW
TO SDCO
IE= 24.7
6�
1'
1'
6 FG= 2 7. 0
IE= 25.0
I' ABOVE SEASONAL
HIGH GROUND WATER
- 6 " P VC SDR 35 PERF PIPE PER
ASTM D3034 PER COR STD PLAN
225.20. TYP TO ALL PERF PIPE
SECTION A -A
10'
COMPACTED
BACKFILL
T777-_
WASHED DRAIN
ROCK 4 '-1 2"
NON -WOVEN GEOTEXTILE FOR SEPARATION ON TOP AND SIDES OF TRENCH PER WSDOT
SPECIFICATIONS SECTION 9-33.2(1) TABLE 3
PER COR STD PLAN 225.20
6" PVC PERF PIPE
SECTION B-B
COMPACTED
BACKFILL
1' o
1'
WASHED DRAIN
ROCK 4 "-1 2"
NON -WOVEN GEO TEXTILE FOR SEPARATION
ON TOP AND SIDES OF TRENCH PER WSDOT
SPECIFICATIONS SECTION 9-33.2(1) TABLE 3
PER COR STD PLAN 225.20
SURVEYED:
BUI
DESIGNED:
IWD
DRAWN:
TNF
CHECKED:
IWD
BY DATE AP P R APPROVED:
CID
SCALE:
YARD DRAIN PER COR
STD PLAN 225.20
6" PVC OVERFLOW T-
SDCO
4 LF 6" P�
PERF PIPE
18LF6"PVC
PERF PIPE
WASHED ROCK 3/4"
TO 1-112"
YARD DRAIN PER C(
STD PLAN 225.20
6'x20' INFILTRATION TRENCH
YARD DRAIN PER COR
STD PLAN 225.20
5 FG= 27.0
q IE= 24.6
�1 ' ABOVE SEASONAL
HIGH GROUND WATER
- 6" PVC SDR 35 PERF PIPE PER
ASTM D3034 PER COR STD PLAN
225.20. TYP TO ALL PERF PIPE
SECTION A -A
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
YARD DRAIN PER COR
STD PLAN 225.20
WASHED ROCK 3/4
TO 1-112"
8LF6"PVC
PERF PIPE
6" PVC OVERFLOW
SDCO
N
6" PVC SDR 35 FROM
ROOF DRAIN/ DOWNSPOUT
6" PVC SDR 35 FROM
ROOF DRAIN/ DOWNSPOUT
-27
N
6" PVC
PIPE
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5'xl2' INFILTRATION TRENCH =
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1 "=5'
DWG# R-421507, S-421503 W-421503 O
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Know what's below.
Call before you dig.
CITY OF
RENTON
[;R
Planning/Building/Public Works Dept.
CASTLE DEVELOPMENT TOWNHOMES
AS -BUILT CONSTRUCTION DETAILS
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DATE: W
0
09/29/2023
FIELDBOOK: u„ I
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